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Ixru SOIL EVALUATION REPOORIGINAL <br /> RT #1214 <br /> Department of Safety and Professional Services Page 1 0l 3 Cy) <br /> Division of Safety and Buildings in accordance with Comm 85,We.Adm.CodeFR"ie�d <br /> Keith E.Stoner <br /> Attach complete she plan on paper not less than 8%x 11 inches in size- Plan must Burnett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction antlpercent slope,scale or dimensions,north anon,antl bcetlon and distance to nearest road2-2-41-15-22-5 05-002-025000 <br /> Please print all information. y Date <br /> Personal inlwmatim you poMenwy be used MsecoMary purposes(Prnaq law.4.1561(1)(in)) 7fiM 2U15 <br /> Property Owner Propend Location <br /> Dennis 8 Carol Bohn - Govt.Lot 114, 114, 522,T41 N,R15W <br /> Propertycwnels Mailing Address Lot# Block# Sund.Name or CSMtl <br /> 3220 Wisconsin Ave 5 CSM Vol. 1 Pg.209 <br /> City Stat, Zip Cade Phone Number = City ❑Village Z Town Nearest Road <br /> Frederic WI 1 54837 1 Swiss 1 4686 Lake 26 Rd <br /> Q New Construction Use ® Residential I Number of bedrooms 2 Code darned design gmv rate 300 GPD <br /> ®Replacement ❑ Public or commemAal-Describe" <br /> Parent mahmal Glacial Drill5¢e axY�a! <br /> Flood plain elevation,h applicable a, b 1OF { fl. <br /> General comments Propose 2 cells of leaching chambers appmxim21ety 3 x 46'with system elevations=96.20'. Lift pump required due to depth of ` <br /> and recommendations: seasonal saturation in soil profiles. <br /> Imstfel, as 396b : Con, fez <br /> eanng# ❑Boring <br /> E Pit Ground surface elev. 96.70 fl. Depth to limiting factor 73 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistena Boundary Roots GPDW <br /> in. Munsell Co.Sz-Cont.Color Gr.Sz.Sh. -P Efl#2 <br /> 1 0-0 7.5YR2.5/1 - Is lfgr mvfr CS 3f-co 0.7 1.6 <br /> 2 444 7.SYR4/4 - s O99 not gs 3f� 0.7 1.6 <br /> 3 44-73 7.SYR5/4 - s 099 ml gs 2f-m 0.7 1.6 <br /> 4 73-82 7.5YR5/4 c2d5YR5/8 s OSg ml - - 0.7 1.6 <br /> Soil saturated and ponded at 73' Standing water at 80° <br /> Fi-IBoring# MBoring <br /> El Pd Ground surface ekv. 98.60 fl. Depth to limiting factor >73 in. Soil Application Rate <br /> Horizon . Depth_ Dominant Color._ _ Redox Description TexturejSz. <br /> Consisten_ Boundary. Roots GPDTF <br /> in. Munsell Du.Sz.Cont.Color - 'EMf1 'ERN2 <br /> 1 0-3 7.5YR2.5/1 - Is 0.7 1.6 <br /> 2 349 7.5YR4/4 - s 0.7 1.6 <br /> 3 49-73 7.SYR5/4 - s 0.7 1.6 <br /> 'Hand auger boring <br /> Effluent#1=BODs>30<220 mg/L and TSS>30<150 mg& ' flluent#2=BOD,<36 mgi .anE TSS'<30 mgfL" <br /> CST Name(Please PnM) Signature: �] CST Number <br /> Keith E. Stoner 224059 <br /> Address Keith E.Stoner ate Evaluation Concluded Telephone Number' <br /> 23220 Wood!Crask rd.Siren,WI 54872 6y620t4 715-653-2324 <br /> . seo.uwmurm <br /> � 1 <br />